1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159
|
\newcommand{\CondNodeOne}{L}% 'E'=Encastrement et 'L'=Pivot
\newcommand{\CondNodeThree}{E}% 'L'=Appui et 'E'=Guidage
\def\LoadCase{\pys{!{Cond[0]}}}
\def\Encastrement{'E'}
\def\LoadTypeNodeTwoX{Dimp}% Noeud2 selon x 'Dimp'=dep imposé, 'Fimp'=effort imp, 'L' : Libre
\def\LoadTypeNodeTwoY{Dimp}% Noeud2 selon y
\def\LoadTypeNodeTwoZ{Dimp}% Noeud2 autour de z
\def\LoadTypeNodeThreeX{Dimp}% Noeud3 selon x
\def\dtwox{\py{Param[0]}}
\def\ftwox{\py{Param[1]}}
\def\dtwoy{-1}
\def\ftwoy{2500}
\def\dtwoz{-0.1}
\def\ftwoz{5}
\def\dthreex{0.2}
\def\fthreex{-1000}
\def\lgthone{250}
\def\lgthtwo{350}
\def\lgthh{50}
\pys{!{Cond[0]}}
\begin{figure}[h!]
\begin{center}
\begin{tikzpicture}
%\draw[help lines,line width=0.6pt](0,0) grid (16,8);% Aide pour placer texte sur la figure
%\draw[help lines,step=0.1](0,0) grid (16,8);% Aide pour placer texte sur la figure
%\node[anchor=south west,inner sep=0pt] (PV) at (0,0)
% {\includegraphics[width=.4\textwidth]{PanneauModele.pdf}};
%\draw (11cm,6.2cm) node[above] {Définition des sections des profilés (en \milli\meter)};
\draw[thick,->](1cm,1cm)--(1cm,3cm);
\draw[thick,->](1cm,1cm)--(3cm,1cm);
\draw[thin,dashed](1cm,1cm)--(11cm,1cm);
\draw[thin,<->](5cm,1cm)--(5cm,3.3cm);
% Noeud 1
\draw[line width=1mm](1cm,1cm)--(5cm,3.5cm);
\draw[line width=1mm](5cm,3.5cm)--(11cm,1cm);
% Encastrement
\ifthenelse{\equal{\pys{!{Cond[0]}}}{L}}{
%\ifthenelse{\equal{\CondNodeOne}{L}}{
\foreach \k in {0,2,...,8}
{\draw[very thick](0.5cm,0.6cm+\k mm)--(0.1cm,0.4cm+\k mm);}
\draw[very thick](0.5cm,0.6cm)--(0.5cm,1.4cm);
\draw[very thick](0.5cm,1cm)--(1cm,1cm);
\draw[fill=white,very thick](1cm,1cm) circle (3pt);
}{
\filldraw[fill=black, draw=black]
(1cm,1cm) -- (1cm,1.3cm) arc (90:30:3mm) -- (1cm,1cm);% Encastrement à l'origine
\foreach \k in {0,2,...,8}
{\draw[very thick](1cm,0.6cm+\k mm)--(0.6cm,0.4cm+\k mm);}
\draw[very thick](1cm,0.6cm)--(1cm,1.4cm);
};
\draw(1cm,3cm) node[above] {$\vec{y}$};
\draw(3cm,2.4cm) node[above] {$L_1$};
\draw(3.4cm,2.3cm) node[below] {\ding{172}};
\draw(7.6cm,2.3cm) node[below] {\ding{173}};
\draw(8cm,2.4cm) node[above] {$L_2$};
\draw(5cm,2.25cm) node[right] {$h=\lgthh\,\si{\milli\meter}$};
\draw(3.1cm,1cm) node[above] {$\vec{x}$};
\draw(1.2cm,0.9cm) node[below] {1};
\draw(5.2cm,3.5cm) node[above] {2};
\draw(11cm,1.2cm) node[above] {3};
\filldraw[fill=black, draw=black]
(5cm,3.5cm) -- (5cm,3.3cm) arc (-90:-20:2mm) -- (5cm,3.5cm);
\filldraw[fill=black, draw=black]
(5cm,3.5cm) -- (5cm,3.3cm) arc (-90:-150:2mm) -- (5cm,3.5cm);
% Guidage au noeud 3
\ifthenelse{\equal{\CondNodeThree}{E}}{
\draw[fill=white,thick](10.7cm,0.4cm) circle (2.5pt);
\draw[fill=white,thick](11.3cm,0.4cm) circle (2.5pt);
\draw[very thick](11cm,1cm)--(11cm,0.5cm);
\draw[very thick](10.6cm,0.5cm)--(11.4cm,0.5cm);
\draw[very thick](10.6cm,0.3cm)--(11.4cm,0.3cm);
\foreach \k in {0,2,...,8}
{\draw[very thick](10.6cm+\k mm,0.3cm)--(10.8cm+\k mm,0cm);}
\filldraw[fill=black, draw=black]
(11cm,1cm) -- (11cm,0.8cm) arc (-90:-210:2mm) -- (11cm,1cm);% Encastrement au noeud 3
}{};
% Appui mobile au noeud 3
\ifthenelse{\equal{\CondNodeThree}{L}}{
\draw[fill=white,thick](10.85cm,0.5cm) circle (2.5pt);
\draw[fill=white,thick](11.15cm,0.5cm) circle (2.5pt);
\filldraw[fill=white, draw=black,thick]
(10.75cm,0.6cm) -- (11.25cm,0.6cm) -- (11cm,1cm) -- (10.75cm,0.6cm);% Triangle appui
\draw[thick](10.6cm,0.4cm)--(11.4cm,0.4cm);
\foreach \k in {0,2,...,8}
{\draw[very thick](10.6cm+\k mm,0.4cm)--(10.8cm+\k mm,0.1cm);}
}{};
% Vecteurs déplacements ou efforts
%% Noeud 2 direction x
%\ifthenelse{\equal{\py{Cond[3]}}{Dimp}}{
\ifthenelse{\equal{\LoadTypeNodeTwoX}{Dimp}}{
\draw[very thick,->](5.1cm,3.5cm)--(6.1cm,3.5cm);%F2x ou d2x
%\draw (6.1cm,3.5cm) node[right] {$U_{2x}=\num{\dtwox}\,\si{\milli\metre}$};
\draw (6.1cm,3.5cm) node[right] {$U_{2x}=\dtwox\,\si{\milli\metre}$};
}{};
\ifthenelse{\equal{\LoadTypeNodeTwoX}{Fimp}}{
\draw[very thick,->](5.1cm,3.5cm)--(6.1cm,3.5cm);%F2x ou d2x
\draw (6.1cm,3.5cm) node[right] {$F_{2x}=\ftwox\,\si{\newton}$};
}{};
%% Noeud 2 direction y
\ifthenelse{\equal{\LoadTypeNodeTwoY}{Dimp}}{
\draw[very thick,->](5cm,3.6cm)--(5cm,4.6cm);%d2y
\draw (5cm,4.6cm) node[above] {$U_{2y}=\dtwoy\,\si{\milli\metre}$};
}{};
\ifthenelse{\equal{\LoadTypeNodeTwoY}{Fimp}}{
\draw[very thick,->](5cm,3.6cm)--(5cm,4.6cm);%F2y
\draw (5cm,4.6cm) node[above] {$F_{2y}=\ftwoy\,\si{\newton}$};
}{};
%% Noeud 2 direction z
\ifthenelse{\equal{\LoadTypeNodeTwoZ}{Dimp}}{
\draw[very thick,->](4.9cm,4cm) arc (92:200:0.5cm);%Theta2z
\draw (4.4cm,3.7cm) node[left] {$\theta_{2y}=\num{\dtwoz}\,\si{\radian}$};
}{};
\ifthenelse{\equal{\LoadTypeNodeTwoZ}{Fimp}}{
\draw[very thick,->](4.9cm,4cm) arc (92:200:0.5cm);%M2z
\draw (4.4cm,3.7cm) node[left] {$M_{2z}=\num{\ftwoz}\,\si{\newton\milli\meter}$};
}{};
%% Noeud 3 direction x
\ifthenelse{\equal{\LoadTypeNodeThreeX}{Dimp}}{
\draw[very thick,->](11.1cm,1cm)--(12.1cm,1cm);%F3x ou d3x
\draw (12.1cm,1cm) node[right] {$U_{3x}=\num{\dthreex}\,\si{\milli\meter}$};
}{};
\ifthenelse{\equal{\LoadTypeNodeThreeX}{Fimp}}{
\draw[very thick,->](11.1cm,1cm)--(12.1cm,1cm);%F3x ou d3x
\draw (12.1cm,1cm) node[right] {$F_{3x}=\num{\fthreex}\,\si{\newton}$};
}{};
%\filldraw[color=gray!20,draw=black](10cm,3cm)--(12cm,3cm)--(12cm,5cm)--(10cm,5cm)--cycle;
%\filldraw[color=white,draw=black](10.1cm,3.1cm)--(11.9cm,3.1cm)--(11.9cm,4.9cm)--(10.1cm,4.9cm)--cycle;
\draw[fill=gray,thick](9.5cm,4.2cm) circle (0.6cm);
\draw (8.5cm,5.5cm) node[right] {Sections circulaires - $D_{\sec}=9\,\si{\milli\metre}$};
\draw(10.5cm,4.8cm) node[right] {$S=\frac{\pi\cdot D_{\textrm{sec}}^2}{4}=63,6173\,\si{\milli\meter^{2}}$};
\draw(10.5cm,4.2cm) node[right] {$I=\frac{\pi\cdot D_{\textrm{sec}}^4}{64}=322,0623\,\si{\milli\meter^{4}}$};
\draw(10.5cm,3.6cm) node[right] {$k=\frac{6}{7}=0,8571$};
\draw(12cm,3cm) node[below] {$L_1=\lgthone\,\si{\milli\metre}$};
\draw(12cm,2.5cm) node[below] {$L_2=\lgthtwo\,\si{\milli\metre}$};
\draw(6cm,0.8cm) node[below] {$E=70000\,\si{\mega\pascal}$ - $\nu=0,28$};
\end{tikzpicture}
\end{center}
\end{figure} |
Partager